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L Fence on Property Line 9�ti5 Shed 5573 \ _ x_ ,i /`b z6 ss12 rn yea \ �C \ IMI - - - - - - - _ - - <br />x IW 633.83 I ,� 909-------// <br />R �891_ W Line of the E 12 Feet - a9 a9y /,;__ fo r� 8ss o -H -- ----_ ---- <br />- 2 <br />$ 6x �. Ir N05° 18'4 PROPERT`YXtiPIE <br />4.6 � Fence C sses 5614 ._`� �� a <br />cGn\ i90 She ' Property/Line �-' Og °� 0 5,438-- <br />\�oti of the NE 1/4 of e 1 1/ h N _�___-=907--------\ <br />O•F-893.50 I a. <br />me9' �o'w z�' �° PID: 173023140008 - _ _ <br />/ of Sec. 17, Twp. 30, Rng. 23 I I I a9 <br />PID: 173023120002 894.84 i ' -�06- <br />5001 Old Highway 8 xisting Buildi � 'i 89084 B90'z °6 __"-C.L Fence W of Property Line 2159 Mustang Drive s43s X sos.z3 X sossz gp5�9�Z <br />�i ; Owner: Bauer Welding Metal Fabricator <br />TCL Owner: Towns Edge Terrace aU II <br />, 1 <br />o CI <br />� I Existing Building <br />_STMH <br />1 I <br />Rim=890.22 <br />O i, I <br />GENERAL GRADING NOTES: <br />1. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR <br />UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED <br />DURING CONSTRUCTION AT NO COST TO THE OWNER. <br />2. SEE SITE PLAN FOR HORIZONTAL LAYOUT & GENERAL GRADING NOTES. <br />3. THE CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION (INCLUDING BUT NOT LIMITED TO SITE PREPARATION, SOIL <br />CORRECTION, EXCAVATION, EMBANKMENT, ETC.) IN ACCORDANCE WITH THE REQUIREMENTS OF THE OWNER'S SOILS ENGINEER. ALL SOIL <br />TESTING SHALL BE COMPLETED BY THE OWNER'S SOILS ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL <br />REQUIRED SOIL TESTS AND INSPECTIONS WITH THE SOILS ENGINEER. <br />4. GRADING AND EXCAVATION ACTIVITIES SHALL BE PERFORMED IN ACCORDANCE WITH THE NATIONAL POLLUTION DISCHARGE ELIMINATION <br />SYSTEM (NPDES) PERMIT REQUIREMENTS & PERMIT REQUIREMENTS OF THE CITY. <br />5. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR <br />UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED <br />DURING CONSTRUCTION AT NO COST TO THE OWNER. <br />6. PROPOSED SPOT GRADES ARE FLOW -LINE FINISHED GRADE ELEVATIONS, UNLESS OTHERWISE NOTED. <br />7. GRADES OF WALKS SHALL BE INSTALLED WITH 5% MAX. LONGITUDINAL SLOPE AND 1% MIN. AND 2% MAX. CROSS SLOPE, UNLESS OTHERWISE <br />NOTED. <br />8. PROPOSED SLOPES SHALL NOT EXCEED 3:1 UNLESS INDICATED OTHERWISE ON THE DRAWINGS. MAXIMUM SLOPES IN MAINTAINED AREAS IS 4:1 <br />9. PROPOSED RETAINING WALLS, FREESTANDING WALLS, OR COMBINATION OF WALL TYPES GREATER THAN 4' IN HEIGHT SHALL BE DESIGNED <br />AND ENGINEERED BY A REGISTERED RETAINING WALL ENGINEER. DESIGN DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL <br />PRIOR TO CONSTRUCTION. <br />10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF GRADE STAKES THROUGHOUT THE DURATION OF CONSTRUCTION TO <br />ESTABLISH PROPER GRADES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR A FINAL FIELD CHECK OF FINISHED GRADES ACCEPTABLE <br />TO THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO TOPSOIL AND SODDING ACTIVITIES. <br />11. IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, THE CONTRACTOR SHALL TRANSPORT ALL EXCESS SOIL MATERIAL OFF THE SITE TO AN <br />AREA SELECTED BY THE CONTRACTOR, OR IMPORT SUITABLE MATERIAL TO THE SITE. <br />12. EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE IN AREAS DESIGNATED ON THE SITE. THE <br />CONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FOR RESPREADING ON THE SITE AS SPECIFIED. EXCESS TOPSOIL SHALL BE PLACED IN <br />EMBANKMENT AREAS, OUTSIDE OF BUILDING PADS, ROADWAYS AND PARKING AREAS. THE CONTRACTOR SHALL SUBCUT CUT AREAS, WHERE <br />TURF IS TO BE ESTABLISHED, TO A DEPTH OF 6 INCHES. RESPREAD TOPSOIL IN AREAS WHERE TURF IS TO BE ESTABLISHED TO A MINIMUM <br />DEPTH OF 6 INCHES. <br />13. FINISHED GRADING SHALL BE COMPLETED. THE CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING, INCLUDING <br />ADJACENT TRANSITION AREAS. PROVIDE A SMOOTH FINISHED SURFACE WITHIN SPECIFIED TOLERANCES, WITH UNIFORM LEVELS OR SLOPES <br />BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN, OR BETWEEN SUCH POINTS AND EXISTING GRADES. AREAS THAT HAVE BEEN FINISH <br />GRADED SHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTION OPERATIONS, TRAFFIC AND EROSION. REPAIR ALL AREAS THAT HAVE <br />BECOME RUTTED BY TRAFFIC OR ERODED BY WATER OR HAS SETTLED BELOW THE CORRECT GRADE. ALL AREAS DISTURBED BY THE <br />CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO EQUAL OR BETTER THAN ORIGINAL CONDITION OR TO THE REQUIREMENTS OF THE NEW <br />WORK. <br />14. PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL WILL BE REQUIRED ON THE STREET AND/OR PARKING AREA SUBGRADE. THE <br />CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BE AT THE <br />DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE SOILS ENGINEER. THE SOILS ENGINEER SHALL <br />DETERMINE WHICH SECTIONS OF THE STREET OR PARKING AREA ARE UNSTABLE. CORRECTION OF THE SUBGRADE SOILS SHALL BE <br />COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER. NO TEST ROLL SHALL OCCUR WITHIN 10' OF ANY <br />UNDERGROUND STORM RETENTION/DETENTION SYSTEMS. <br />15. TOLERANCES <br />15.1. THE BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.30 FOOT ABOVE, OR 0.30 FOOT BELOW, THE <br />PRESCRIBED ELEVATION AT ANY POINT WHERE MEASUREMENT IS MADE. <br />15.2. THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.05 FOOT ABOVE, OR 0.10 <br />FOOT BELOW, THE PRESCRIBED ELEVATION OF ANY POINT WHERE MEASUREMENT IS MADE. <br />15.3. AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE OR BELOW THE REQUIRED ELEVATION, UNLESS <br />DIRECTED OTHERWISE BY THE ENGINEER. <br />15.4. TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED THICKNESS. <br />16. MAINTENANCE <br />16.1. THE CONTRACTOR SHALL PROTECT NEWLY GRADED AREAS FROM TRAFFIC AND EROSION, AND KEEP AREA FREE OF TRASH AND DEBRIS. <br />16.2. CONTRACTOR SHALL REPAIR AND REESTABLISH GRADES IN SETTLED, ERODED AND RUTTED AREAS TO SPECIFIED TOLERANCES. DURING <br />THE CONSTRUCTION, IF REQUIRED, AND DURING THE WARRANTY PERIOD, ERODED AREAS WHERE TURF IS TO BE ESTABLISHED SHALL BE <br />RESEEDED AND MULCHED. <br />16.3. WHERE COMPLETED COMPACTED AREAS ARE DISTURBED BY SUBSEQUENT CONSTRUCTION OPERATIONS OR ADVERSE WEATHER, <br />CONTRACTOR SHALL SCARIFY, SURFACE, RESHAPE, AND COMPACT TO REQUIRED DENSITY PRIOR TO FURTHER CONSTRUCTION. <br />CITY OF MOUNDS VIEW GRADING NOTES: <br />1. CONTRACTOR TO FOLLOW RESPONSE ACTION PLAN AND CONSTRUCTION <br />CONTINGENCY PLAN DURING ALL SUBSURFACE CONSTRUCTION ACTIVITIES. <br />EROSION CONTROL NOTES: <br />SEE SWPPP ON SHEETS SW1.0 - SW1.5 <br />SHEET NOTES: <br />SEE ENLARGEMENTS ON SHEETS C3.1- C3.2 <br />GRADING PLAN LEGEND: <br />1137 <br />41.26 <br />891.00 G <br />891.00 TIC <br />891.00 BS/TS <br />891.00 ME <br />-------------------- <br />GB <br />EX. 1' CONTOUR ELEVATION INTERVAL <br />1.0' CONTOUR ELEVATION INTERVAL <br />SPOT GRADE ELEVATION (GUTTER/FLOW LINE <br />UNLESS OTHERWISE NOTED) <br />SPOT GRADE ELEVATION GUTTER <br />SPOT GRADE ELEVATION TOP OF CURB <br />SPOT GRADE ELEVATION BOTTOM OF STAIRS/TOP OF STAIRS <br />SPOT GRADE ELEVATION MATCH EXISTING <br />GRADE BREAK - HIGH POINTS <br />CURB AND GUTTER (T.0 = TIP OUT) <br />EMERGENCY OVERFLOW <br />EOF=893.50 <br />0 fl <br />0 0 <br />0 <br />Know what's below. <br />Call before you dig. <br />O O � � <br />Civil Engineering • Surveying • Landscape Architecture <br />4931 W. 35th Street, Suite 200 <br />St. Louis Park, MN 55416 <br />civilsitegroup.com 612-615-0060 <br />LLI <br />0 <br />a_ <br />N <br />L J <br />LC) <br />W <br />0 <br />0 <br />G <br />00 <br />Q <br />0 <br />0 <br />m <br />00 <br />00 <br />Itzi- <br />U/ <br />W <br />H <br />w <br />(L <br />O <br />IL <br />LL <br />I HEREBY CERTIFY THAT THIS PLAN, <br />SPECIFICATION, OR REPORT WAS <br />PREPARED BY ME OR UNDER MY DIRECT <br />SUPERVISION AND THAT I AM A DULY <br />LICENSED PROFESSIONAL ENGINEER <br />UNDER THE LAWS OF THE STATE OF <br />MINNES�IaL <br />OTA. <br />J. ) <br />David J. Knaeble <br />DATE 10/04/21 LICENSE No. 48776 <br />ISSUE/SUBMITTAL SUMMARY <br />DRAWN BY: WMB, BJ, DK REVIEWED BY: DK <br />PROJECT NUMBER: 21186 <br />REVISION SUMMARY <br />GRADING PLAN - <br />OVERALL SITE <br />C300 <br />COPYRIGHT2021 CIVIL SITE GROUP IN <br />